130 W INTERCITY AVE 2025-04-15 - Laserfiche WebLink

drafting • NOTES ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT NOTES HEW BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT 2052401 aOn.@cm.,ar SUPPORT IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. 5• 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE REDUCES THE POTENTIAL END OF THE PROJECT. FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH DRAINAGE GRATE--- --- TRIM FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN POST EVERY 6•IN O.C. AND 8-01.3(15). N; DRAINAGE DEVICES PER THE BASIN SUPPORT—� () f''�ti' IMi r� RECOMMENDATIONS.CATCH BASIN INLET INSERTS IIII�U� yf; 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS IIII P / Z OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN . 1 BELOW INLET GRATE I; nn Lr7},: ��,. Q- LOW DR SUMP AREAS,THE FENCE MAY NEED TO 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO BACKP1LLED& I'!III,IIIP •• "- `� SEDIMENT BR e DEVICE ti. BE REINSTALLED UNLESS OTHERWISE APPROVED. CLEARING AND GRADING ACTIVITY,OR UPON SELF-LOCKING TIE-NYLONE AND DEBRIS COMPACTED „'IIIIIIII I' r�•: '�• 7 6/6(MIN GRADE) PLACEMENT OF A NEW CATCH BASIN. NATIVE SOIL GEOTEXTILE .f.'];}: :{f. 4. INSTALL SILT FENCING PARALLEL TO MAPPED FILTERED WATER ,'h 120#MIN TENSILE STRENGTH, CONTOUR UN ES. I . 4. SEDIMENT SHALL PP REMOVED FROM THE UNIT �F,j 1ti UV STABILIZED F`p - •,j ' WHEN IT BECOMES ONe THIRD FULL OR iN W~� vk t S. DURING EXCAVATION,MINIMIZE DISTURBING n -- -"-"--"" - ACCORDANCE WITH THE MANUFACAIRFS' L •^ "5 THE GROUND AROUND TRENCH AS MUCH AS IS '":4,t-r _l t INSTRUCTIONS. k j'sa' _ FEASIBLE,AND SMOOTH SURFACE FOLLOWING 1) x &,��4 ��m a EXCAVATION TO AVOID CONCENTRATING FLOWS. } I I 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY W /'#a,.' `,_ COMPACTION MUST BE ADEQUATE TO PREVENT ( REMOVING THE INLET INSERTS,EMPTYING,AND BURY GEOTEXTILE /.'�.y4.y.. UNDERCUTTING FLOWS. RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT Q(Y) IN TRENCH I GEOTIXTIIE FOR SILT FENCE i BACKUP SUPPORT WASH SEDIMENT INTO STORM DRAINS WHILE O bZ 1'1: 'tp STEEL POST I �� (TYPICAL) CLEANING. }N ;� SEE STANDARD SPECIFICATION I,I, lF (TYPICAL) 'dwil 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE 1--CO SECTION 9-33.2(1),TABLE 6 l ' Li p ►(III STORM WATER STRUCTURE IT WILL SERVICE. U O7 Pi _�_ , fin \ fr,i7:' F/11jI1,,' /,V '/�� I�I'1'+I�1 7. THE GIGO SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF LLJ Q o� \ f , lei ('/ SYSTEM(OVERFLOW BYPASS,. ' " I— k ' % �� EP 11 y SECTION VIEW z TYPICALINSTALLATION DETAIL 1 '/.. ,E?. PRFABRIC B. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OFTHE EGO Oz 'ti; 01 1 � iQ 1 (GEOTEXTILE) I MATERIAL WITHOUT SPILLING THE COLLECTED I— 1-- _.---- "T I P*' (TYPICAL) `f(F 1 w-'' ,l dg 1 QINSTALL BACKUP SUPPORT FOR - . -1. LI '• III ( �) 9. PERFORM MAINTENANCE IN ACCORDANCE WITH I2 GEOTEXTILE ESTANDARD f Opp!. 11111111 ligi' RETRIEVAL SYSTEM STANDARD SPECIFICATION8-01.3(15). (--) C)IJ--I SPECIFICATION SECTION 6.01.3(9)A F14-+ TYPICAL •LNG ('(� III DRAINAGE GRATE V\ o. i E/� -/ TO PREVENT SILT LADEN WATER FROM ESCAPNG THROUGH THE 0% �� Q �' FENCE AT THE OVERLAP. ��f _�� +�` / SPLICE DETAIL \ M �.~ r - '�-��(I WSDOT STD PLANT-30.10-02 ACCEPTABLE SUBSTITUTE \ \ !-' --•� _ TYPICAL SILT FENCE J I EXCEPT STEEL POST REQUIRED .Ii - V WITH BACKUP SUPPORT _ .._ 1 1 19 l � (.SCO PREP ISOMETRIC S CITY OF EVERETT BELOW INLET GRATE h\` MWAIINNTENT ANCE MEETS NOTES 1-PLAN 1-40.20-00 5 SUBSTITUTE IF �• /' OBE �/ DEVICE �. OVERFLOW BYPASS .�•• Y r� Q0. PUBLIC WORKS DEPARTMENT ,� TYPICAL �. n ._ „- CITY OF EVERETT .� .., O3/17/2017 r '�� PUBLIC WORKS DEPARTMENT CY CI TEMPORARY SILT FENCE 214 w ISOMETRIC VIEW "F.................j2D1G Iz STORM DRAIN INLET PROTECTION 210 LLJ I- z w r O O 1-- ni Q a 0 -F —o >— U di IJ_J I2e a -, O >-- C) 0_ z : n O m n a_ O Y Document dote: 01.12.2021 Document Phase: FOR PERMIT T=SG FLAN 2/4- 1 .; 1 NTST2 OF A6 . - 20016